HomeMy WebLinkAboutS-1100 Map 4200
0
200
400
scale
feet _
1 "=200'
STREET
CURVE DATA
A
R
T
D
L
Qt
7miral-
69144'
550.Oa
81711
924.23'
(2)
sa-00vir
519.80
3D000'
11.0137
5M.14'
39"29'4T
278.55'
Moir
20.34119
192.07
�;3�)
LJ
90'00'00"
1.50.00'
150.00
38.1150
235.67
n
90100.00'
150.W
150.OP
38.1150
235.67
6
49'0000'
438.88'
20000'
13,0320
375.37
7
18'0000"
631.38'
100.07
9.0429
198.35,
a
WNW
327.08'
1NLIXT
17,3102
194MY
*c
22'3001•
SD2.73'
Mw
11.2349
197.47
(0)
Warm-
286,38'
100.00•
MOM
192.42'
ff?
32'5Y55'
33761'
10000
16.581s
194.44'
fgi
38.5951"
282AV
10000
20,1717
192.22'
(13)
34.03W
13047T
400,Or
4.2328
77826'
14
86'0620'
900.W
841,94'
6258
1353.74'
23'331V
1792.73'
379.83'
3,1140
74859'
(1-0
18°0000"
1067.31'
150.00,
5.3e82
29805'
1D
90.00'00"
350.00'
350.00'
16,3702
549.78'
Proposed Sidewalk Sidewalk
Street Classification ROW Requirements Width Location
West Kanls Road Minor Arterial 100, Bath Sides 5' North & South
Rushmore Drive Standard Collector W, One Side 4' South
Cooper Orbit Road Minor Collector 60' One Side 5' West
Hartford Standard Residential 50' One Side 4' East
Lansing Standard Residential 50, One Side 4' West
-
Bangor Minor Residential 45' NIA N/A N/A
Frankfurt Minor Residential 45' N/A NIA NIA
Lincoln Standard Residential 50, One Side 4' South
Pierre Minor Residential 45' N/A NIA NIA
Albany Standard Residential 50, One Side 4' Wes'
St. Paul Standard Residential 50' One Side 4' South
Rose garden Standard Residential 50, One Side 4' South
Phoneix Minor Residential 45' N/A N/A N/A
Dover Standard Residential 50' One Side 4' West
Sacramento Standard Residential 50, One Side 4' East
Baton Rouge Standard Residential 50, One Side 4' North
Denver Standard Residential 50, One Side 4' South
'
Great Lakes Minor Residential 45' NIA NIA N/A
Rapides Minor Residential 45' N/A N/A NIA
Evangllne Minor Residential 45' N/A WA NIA
Vermilion Minor Residential 45' NIA WA N/A
Avoylles Minor Residential 45' N/A WA N/A
Ladyhlyd Minor Residential 45' NIA NIA NIA
Hillary Minor Residential 45' N/A NA NA
General Notes
1. Ground contours (2' intervals) are interpreted from aerial
survey. Elevation Source: PAGIS, M.S.L.
2. All lots having curved boundary lines are measured using chord
distances.
3. Front building set -tracks shall be as follows: 25' for residential
and minor residential; 30' for collector street; and 35' for minor arterial.
4. A 10 foot "no vehicle access" easement will be final platted along
double -fronted lots along West Kanis Road (minor arterial) as follows:
Lot Nos. 248, 215, 214, 213, 195, 194, 193, 175, 161, 162, and 163.
5. A 10 foot "no vehicle access" easement will be final platted along
double -fronted lots along Rushmore Drive (standard collector) as follows:
Lot Nos. 18, 19, 39, 40, 86, 83, 82, 81, 80, 77. 76, 75, 71, 69, 66, 65, 91,
90, 108, 109, 110, 111, 112, 113, and 114.
6. Vehicle access for single -fronted lots along Rushmore Drive will be
permitted only as follows: Lot Nos. 87 and 88.
ra 7. Storm drainage piping is shown hereon graphically I I y in approximate
locations. Piping, inlet, and junction box locations are subject to change
based on final design of street grades. Where drainage easements are
shown, ditch construction will include low -flow concrete bottom paving.
All piping, inlets, and junction boxes will be contained within public street
ROW's and drainage easements.
8. Sueer continuance information signs per Section 31-202(d) of the Subdivision
and Zoning Ordinance will be provided at the project boundary lines on all street
stubs to adjoining property.
9. Minimum curb return and property line mdii at arterial and collector street
intersections shall be a minimum of 31.5' All other street curb return radii shall
be a minimum of 25'. All property line radii at street ROW line intersections shall
be a minimum of 25'.
10. Tract F as depicted hereon will be conveyed to the property owner of the land
east of and adjacent to said Tract F following final platting of Phase I.
11. Tracts D and E will be utilized for open space and/or stormwater detention
purposes. A portion of Tract D will be conveyed by final matting of Phase I to
the owner of the property east of and adjacent to said Tract D for the purpose
of providing future street access.
12. Sanitary sewer easements shown herein are 10 feet in width. Storm drainage
easements depicted hereon are generally 10 feet in width except where greater
widths are required to avoid abrupt changes in ditch alignment.
13. All utility easements required for telephone, power, gas, and CATV will be determinec
during final design of each development phase and final platted for each phase
in accordance with respective utility owner requirement.
PLATE 1
PLATE 2
PLATE 3
a
T
lk
+
OWwORTHEN/ GURDON +
POB ••- S 8 1823' E
LLIA 8S zs7 a - - _.._._ 1244.3e'1 ME Ty�AILER
270 269 i r
266 265 -1 264 ! 263 4a _
tF
. ' a 262 /� Tr,�tAr,'(sAG
Hartford Drive \
'_.-• G.'_._ w.o, 'e+.' , f 281 wr. afs. ` . W.L.Im.a
,74 Yi 231 1, 232 233 a 234235 a \ \ 260
236
w u,ea•-.._ es ,aan °"' °w w-r' 237 259
,maa •
173
9i 230 �229 p 228 ' 227 226 I ' ---
1 R 225 a ?38 \ m.
4
am / g` 258
172 '1
Denver Street I +
mm aom ,. i
1 s ' 185" mot_. g ��._. I '
' 204 I » 205 g 257
174;
,17 jc I 4j 224 239
9 0 193 ® 186 I r a I 203 `, 206 I 8 I ,23 40
170 I s I 1 e 223._..r E 256 _
rn a,.- • ,m I I I ; RENEWAL CENT OF AR SAS, INC.
C8i 182 m Ie el a ,ma
rn 187 9 I 202 a 207 I s ss l 222 ' 241 o
ss 1a m I I I I I 255 -1 Lake
I mm 181 I I1l2 a
I 201 a - a I ro208 22 CO
168 254 14
180 18
243209 72
C) s I 200 o
i
167 I o d 1179 ! ,mm I Co ' ,mm I .. o 112 = I 253 Ai N /
190 . e ILL ,mm
C 199 I a I 2* 1 244 I ; N + Brodie Creek
z10
1e6 [ a I iSffi $ mm I i I 252 R; Sewer Main
1s1 I° I mm i t 9m Extension
•mm 198 2 211 4 I 2111 245
1s5 ,I a e j 177 �. I a a I� By Others)
251 i
2'c a 197 1 ! 212184 II217 246 1 24• ss ! / /
r
,>om 1 176 -s. 250
�e 4. _, _. _ _ �n I
163 i p 19 „�• 196 213 21s I 247 249 18 RENEWAL CENTER OF ARKANSAS, INC.
a _ 's - \ is o I _ s 73 • y$ 194 = 195 a \v e „ • ` i / - S 88°36'38" E 131.67' '
•�°9.214 215, 1 7� w ./ I I
.ten ` �. 7 ! 248
TRACT'A
4- (SF/Reserved)'- - /'/ + !
9.11 AC
•_ - - -- --
-MF Zsting
"i Boundary w /(
Exi�.,� esl ��,� ,s% 24•ss
Proposes �z6rf '�'v 8 �. (BY an..)
/ , \ hpo,1 _.—._.—.— TRACT D
Obi 14 / 3.31 � � _ .ae•w / �° (Openpen
MF Space) Phase I _ _.
MF al
(105.17ACRES) -'�1 �,. AAOZ
I
Buffer zons + -+-MF Li
TRACT B
m �\ 25ACMF yob MF
404 Permit li I i
,x % A i Deed Restriction
9 148 .m 147 146 145 13146,
3 I I v
--- _ . 144 s _ _ �lC. I I i C t
7 "" 143 4 _ I 0O 1 - TRACT C
.a xw 142� - -
�/ I 1 St 13.4 AC MF
too �101 141 $ �j ` 'v TR9c���. �� MF
102 a - - l / ,i -138 gi • A•\ �pd4/ i- (D
\
9 99 \ 6 °\ 139 i 135 \\ \ Qe[enE l
104
98\ '\ 103 Q a y. ` ' .�u 7S `.\ per,
/121 \ fie `. \ // _ / -1110°5 '
(n\ \/•"` 6 a i i1 /a s 120 '�•eLU
et -v
F x 97 a a 96 \• a s"./ e1a138; ......133 •�® *A 4 119 \fin ��\• tnc�hh. _ _ l( 1
d - -- 9
� 5 \ '\•104 _-: : a C ""-•,..,,- .� 1;_'2 a a '\ -�`-•�-e- --/f `l� -1 -MF132
J 93 •, 94 S%' ,ma, rq \ ' 9d 2 116 <��- -( N
1 a.� f`
w a," a,'�,' 105 I 131 1 c �.� 11 Sr - \;\124 Diu PHASE LINE 88/ A i
w
Great Lakes Z
92 106 10 rrj •�.�•� _ l U
Zia
e 89 I s I i '°"' I 127 _-m..� Lincoln Street
r a. 107 i 129 I \ i •a / / 18
\ Np it -'-_ •_9iI J el s1...08 , ,1, 09 la e s.,. ° ..m •'1 ,/ �b/• 19 ••`,� a387 _ a _ 1B m-. —.g0 \113 1
I
1125.
ma Rushmore Avenue 19 PAA1 0's �a 4
.. 3 a 20
_P_ ,a. - - .� 39 \ k 21 s 22 ":'° I s 9
65l � 1 N T. a..ro �, . I _ - - 3 I a
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4
76 � _ .ua.....
s40 3
- 88Phoenix Street
]a mot 710
- -
a
72+ 37 24 + I.
i I 1 m 3 .. o rr 41 _ 23 13
il3 83 j -.-68_ _. _ 73/I cq W 78' s 79 "€ I 95 I "oN I 36 I " I I I !
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42
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. ma 58
55 1 g a m .�' ,..:. � - - \"\. -26 •/ 6 4 i ai
J
iagl 1 i N8a'52'27" 501Y
i- '�'• j Z 169.30' Z f ! ' _ W R", ..i 1 Q \ 46 45 . 4 / 43 34 / AGA�3. '., Rose Garden Loo yi/a ,\.., m\ 7 !
52 i n, ` /wu /\. �• i' \ d2 K, i
! \ a ! 2.0 N "FD, a'" '_' ' a I e i 33 10) .. _
, I160 \ ®i g � ��--1gg � '1 N 88'32'27 W 49 l„ _� s % R - a F - 41.
! i' 59 `o 238.1 " Z 53 p, 47 / / / i •'°zr c s 4 n
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r 29
. 28 's
-
-I+- 250.33' + ', -
m F z N 88°50'38r W
N 88° 2'27" W o O "/ A
REAL .28' . S 18"48'27" E h BAKER /i GOMEz HASLAUER\ BLISSIT
PROPERTIS SHANK TUEDEN KEMp6 BELANGER 106.3T O F F SMITH THYLOR SAWYER ELGOR, INC.
\ HERRMANN LAND HARWELL
INC. a A
..\ KANIS }� ROAD
<I
DO
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cwwr cuwrsv wu"e
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� MEBO°IlE �
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PVT. DRIVE db
GILBERT DR.
'.
MA �OR GIR.w ECM PT I I R��\ --. _ I. -3
POINT CCC _\_ _ ' I \
I — — — — — —j —
9ECLRDED °+ Cq
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Spring Valley
Manor � I ggPRIM,
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VICINITY MAP
Scale: 1" = 1500'
Offsite ROW for
Roadway Improvements
Legal Description
Part of the NW 1/4 and the N 1/2 of the SW 1/4, Section 7,
Township 1 North, Range 13 West, Pulaski County, Arkansas,
more particularly described as follows:
Beginning at the NW corner of the NW 1/4, NW 1/4, Section 7, T-1-N,
R-13-W; thence S 87" 18' 23" E along the North line of said NW 1/4, NW 1/4
a distance of 1244.38 feet to a point and the NE corner of said NW 1/4, NW 1/4;
thence S 010 24' 07" W along the East line of said NW 1/4, NW 1/4 a distance of
1300.06 feet to a found 111 pipe and the NW f orner of the SE 1/4, NW 1/4, Section 7,
T-1-N, R-13-W; thence S 88' 36' 38" E alontl the North line of said SE 1/4, NW 1/4
a distance of 1312.67 feet to a found 1" pipe and the NE corner of said SE 1/4, NW 1/4;
thence S 01' 45' 12" W along the East line of the NE 1/4, SW 1/4, Section 7, T-1-N,
R-13-W a distance of 2619.46 feet to a i!ound concrete monument and the SE corner
of the said NE 1/4, SW 1/4; thence N 88" KI M" W along the South line of said NE 1/4,
a distance of 1318.29 feet to a found concrete monument and the SE corner of the NW 1/4,
SW 1/4; thence N 880 52' 27" W along the Eouth line of said NW 1/4, SW 1/4 a
distance of 494.58 feet to a set #4 rebair; thence N 010 07' 33" E for a distance
of 100.00 feet to a set #4 rebar; thence N 88' 52' 27" W for a distance of
238.00 feet to a set #4 rebar; thence S 18' 48' 27" E for a distance of 106.37
feet to a set #4 rebar on the South line (.if sai'd NW 1/4, SW 1/4; thence
N 88e 52' 27" W along the South line of said NW 1/4, SW 1/4 a distance of
53.28 feet to a set #4 rebar; thence N 180 48' 27" W for a distance of 223.05
feet to a set #4 rebar; thence N 88' 52' 27" LN for a distance of 169.30 feet
to a found rebar; thence S 01' 00' 58" W for a distance of 209.63 feet to a j
found rebar on the South line of the said NW 1/4, SW 1/4; thence
N 88G53' 16" W along the South line of said 1AW 1/4, SW 1/4 for a distance
of 250.33 feet to a found concrete monumen# and the SW corner of said
NW 1/4, SW 1/4; thence N 01' 43' 37" E along the West line of the
NW 1/4, SW 1/4 and the NW 1/4 of said Section 7, a distance of
3958.96 feet to the NW corner of the NW1A NW 1/4, Section 7, T-1-N, R-13-W
and the Point of Beginning, containing 190.624 acres, more or less, subject to / e
an AP&L easement and less and except a R/W for Cooper Orbit Road as shown on
survey by William R. Gipson, dated November 23, 1995.
�c7
b
MASTER DINELOPEMENT LAYOUT
FOR /�fp�oV�a devis�aN Ta
PRf /m, }iy //+7 A✓4A
CAPITOL LAKES ESTATES til54l,fk-t£A o,,j
CITY OF LITTLE ROCK REVISIONS: 41e4 lilt "/91 �6�ojce
1''UL,ASKI CO., AR. Septeniber,1997 �.r
December,1997
January, 1998
March, 1998 a
August, 2000
November, 2000
Cn Civil Design, Inc
D 15104 CANTRELL, ROAD
Little Rock, Arkansas 72212